HomeMy WebLinkAboutS-353605IN
4^
CC
PE
10.03300
w
J
LL
2 SECTION
M -01 SCALE: 3/4"= 1'-0"
FILE: 8235A- 050J00.dwg
GENERAL NOTES:
A. CONTRACTOR TO VERIFY SIZE AND LOCATION OF PIPING
PRIOR TO CONSTRUCTION.
B. ALL SUPPORTS AND FASTENERS SHALL BE CONSTRUCTED
OF STAINLESS STEEL.
C. BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS.
COMPACT TO 95% MOD PER ASTM D1557.
D. RESTORE AC PAVEMENT IN ACCORDANCE WITH CITY STD
PLAN HR -23.
E. INSTALL BURIED PIPE IN ACCORDANCE WITH CITY STD
PLAN 405.
KEY NOTES:
OROUTE TO SUMP. CONTINUALLY SLOPE. TERMINATE 2 INCHES
BELOW SUMP GRATING. SUPPORT AS REQUIRED.
O2 TRUE UNION, NON LUBRICATED, THREADED PVC BALL VALVE.
MFR: ASAHI AMERICA, TYPE 21, OR EQUAL.
OPRIOR TO INSTALLATION OF FORMED CONCRETE, REPAIR
DAMAGED CONCRETE IN ACCORDANCE WITH SPEC SUB- SECTION
10.03925. BOND CONCRETE TO EXISTING CONCRETE WITH EPDXY
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RESIN /PORTLAND CEMENT BONDING AGENT.
4 COAT INTERIOR OF WET WELL PER SUB - SECTION 10.03925.
5 CUT AND BAND GRATING AS REQUIRED TO ACCOMMODATE
DISCHARGE PIPING.
OSUPPORT TO WET WELL PER MFRS RECOMMENDATIONS. ALL
COMPONENTS SHALL BE STAINLESS STEEL.
(7 j PER CITY STD PLANS 101 AND 1042, DEPRESSED CURB.
8 PUMP AND PIPING DISCONNECT LOCATION.
OPIPING SHOWN IN STRAIGHT PLANE FOR CLARITY. SEE M -01 FOR
PIPING ROUTING IN PLAN VIEW.
INV EL 234.11
10
CHAIN OR CABLE AND HOOK AS SPECIFIED IN SUB - SECTION
FIELD VERIFY.
10.11312J.
MATCH EXIST
11
FIELD VERIFY ELEVATION AND PROVIDE GRINDER PUMP MFR
WITH FINAL DIMENSIONS FOR GUIDE RAIL AND ACCESSORIES.
12
FABRICATED SST ANGLE, 3x3x1/4 INCH THICK, LENGTH AS
REQUIRED. SUPPORT TO WALL USING TWO 1/2 - INCH CONCRETE
ANCHORS. FABRICATE ANGLE WITH SLOTTED HOLES FOR
ANCHORAGE. STRAP PIPE TO ANGLE USING SST U -BOLT AND
NUTS.
13
PER CITY STD PLAN 102, RAISED EDGE HEIGHT AS REQUIRED.
MAINTAIN COMMERCIAL DRIVEWAY THICKNESS.
14
DEPTH AS REQUIRED TO FACILITATE HORIZONTAL TRANSITION
OF CONDUIT INTO TRENCH.
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